• Journal of the Korea Academia-Industrial cooperation Society
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• v.18 no.2
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• pp.6-13
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• 2017

This study examines the effect of the type and number of orifices in an in-line mixer to improve the mixing performance and pressure loss. Recently, in-line non-power-consuming mixers have been increasingly used to complement mechanical mixers, which have a long dwell time, noise, excessive energy consumption, and high maintenance costs. An in-line mixer with an orifice for efficient mixing in water treatment was examined by numerical analysis using the commercial code FLUENT. The flow characteristics of pressure loss and velocity distribution within the mixer and the mixing efficiency were compared with and without the orifices. The CFD results show that the mixing efficiency was improved, but the pressure loss was increased by the in-line mixer with an orifice. A sensitivity study was also done on the principal parameters.

• Journal of the Earthquake Engineering Society of Korea
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• v.2 no.1
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• pp.11-21
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• 1998

During an earthquake, there are three main components of excitation : horizontal excitation of the ground, vertical excitation of the pile due to superstructure feedback produced by vertical excitation of the ground, and the seawater excitation induced by the vertical ground shaking, that is, "the seaquake." These excitations could have effects on the soil plugs in open-ended pie piles installed at offshore sites. In this study, seaquake excitation induced by the vertical ground shaking was simulated by pulsing the water pressure at the seabed. During a seaquake, due to the induced excess porewater pressure and pressure gradients in the soil, the capacity of open-ended pipe piles installed in a simulated sea depth of greate than 220 m was reduced serevely and the soil plugging resistance was degraded by more than 80% The soil plug was failed because of eh upward seepage forces that developed in the soil plug due to excess pore water pressure produced in the bottom of the soil plug during the seaquake, The compressive capacity of ar open-ended pile in a simulated sea depth of less than 220 m was reduced only by about 10% and the soil plug resistance was degraded by less than 5%.s than 5%.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.305-305
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• 2015

도심지에서의 우수관거시스템의 경우 적정 설계빈도 기준에 따라 유입량에 따른 적정 통수능을 확보할 수 있도록 설계되고 있다. 유입량에 동반되는 토사량의 경우 관내 퇴적 방지를 위한 적정 설계유속 조건 반영을 통해 관내 퇴적이 이루어지지 않도록 고려하고 있다. 그러나 2011년 7월 우면산 토사피해, 2014년 8월 금정산 토사피해와 같이 실제 발생한 주요 침수피해들의 경우 다양한 피해발생 원인들 중 관로 내 토사퇴적에 따른 우수관로의 통수능력의 저하되는 문제점이 지적되었다. 설계 시 적절히 고려하지 못한 토사의 유입은 관내 토사 퇴적으로 이어지고 결과적으로 통수단면 저하에 따른 월류발생 및 도심지 내 침수피해가 발생으로 이어지게 된다. 따라서 이러한 문제를 해결하고 기존 관거의 통수능력을 적절히 확보하기 위해서는 관거 내의 퇴사량에 대한 분석과 이를 고려한 관로 설계가 필수적이다. 도시유역에서 일반적인 우수관거로 유입되는 토사의 경우 산지유역과 달리 비교적 작은 입경을 가진 토사들로 구성된다. 즉, 유입되는 토사량에 있어 입경의 적정 크기 및 분포에 따라서 관거내 토사 퇴적량이 달라지게 되며 이를 해소할 수 있는 유속 범위에 대한 분석이 필요하다. 본 연구에서는 토사 입경별 관내 유속에 따른 퇴적양상을 검토하기 위하여 특정 제원의 관거 및 우수관거로 유입되는 토사의 입경들을 기준으로 관내 수심의 변동에 따른 우수관거를 지나는 각입자별 부유 퇴적의 기준이 되는 한계유속 조건을 산정하였으며, 이를 고려한 관거의 경사도 조정을 통해 설계유량에 따른 관거 내 토사퇴적량 변화를 살펴보았다. 이때, 관로내에 일정량의 토사가 지속적으로 유입되는 것으로 가정하였으며, 유입되는 토사의 입경을 0.1mm~30.0mm까지 세분화하여, 유입되는 토사 전량에 대한 입경을 하나의 입경으로 고정시킨 조건으로 관내 유속에 따른 퇴적 양상의 변화를 검토하였다. 향후 해당 조건을 반영한 설계방안의 경우 설계강우에 대한 고려를 통하여 신뢰도 측면에서 관거내 토사의 퇴적과 유속 관계에 대한 분석을 바탕으로 이루어져야 하며, 이를 통하여 일반적인 관거의 설계 기준이 수립될 필요가 있다고 판단된다.

• Journal of the Korean Society for Library and Information Science
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• v.46 no.3
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• pp.133-155
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• 2012

Article 29 in the copyright law of Korea, public performance and broadcasting for non-profit purposes will be revised. The copyright agency has tried to impose copyright fees on the use of cinematographic works such as DVDs in public libraries. The paper studied that the individual watching cinematographic works in public libraries is included in the concept of public performance in the copyright law. Also, the study conducted a survey on the situation of use of cinematographic works in public libraries. As a result of the study, watching DVDs in facilities for 1~3 persons in public libraries could be included in the concept of public performance. But the main purpose of most of DVD users was for circulation or reading. The library service for individual DVD watching will therefore not affect the commercial income of the copyright holders. Finally the study suggested that if the service for the individual watching of cinematographic works in libraries is included in the concept of public performance, the copyright law needs to be revised so that the service is included in the exception to the right of public performance.

• Journal of the Korea Institute of Building Construction
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• v.14 no.2
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• pp.118-126
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• 2014

The establishment of the technology for evaluating friction resistance and pipe pressure and the relation of the fluid characteristics and pumpability of concrete is essential for concrete pumping performance for the rapid construction of super-tall buildings. In this study, a quantitative evaluation of concrete fluid characteristics and surface friction resistance was performed, applying different concrete mix proportions and pumping conditions. To achieve this, we developed a temporary horizontal pumping evaluation system to measure pipe pressure and surface friction characteristics, and performed an experiment to investigate the relations between concrete rheology characteristics and friction resistance in pipe. The experiment found that in terms of the rheology characteristics, plastic viscosity was reduced remarkably after pumping. As well, high regression between the surface friction and pressure gradient was confirmed. This means that it is possible to evaluate the friction resistance between concrete and pipe by means of a pumping system that includes a frictional resistance testing pipe. In addition, high regression between the plastic viscosity of concrete after pumping and friction resistance coefficient was confirmed. Finally, it is considered that pumping pressure can be predicted using the friction resistance coefficient derived in this study, and it has high regression.

• Transactions of the Korean Society of Mechanical Engineers
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• v.12 no.4
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• pp.833-846
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• 1988

Two-phase flow heat transfer phenomena with flash evaporation inside a vertical tube were studied experimentally. Void fractions were measured using electrical probes, and the flow patterns were identified from the output voltage signal itself. The flow pattern as well as the beat transfer rates were changing along the axial distance from the tube inlet with the system pressure. As the pressure inside the tube decreases with fixed inlet temperature, the overall heat transfer coefficient through the tube wall and the boiling heat transfer coefficient inside the tube increase whereas the condensation heat transfer coefficient outside the tube decreases. The boiling heat transfer coefficient inside the tube measured by the experiments appeared to be somewhat larger than the value obtained from the Chen's correlation. Also, the flow patterns identified from present experiments are at the larger quality region of the low pattern map based on the transition criteria of Mishima and Ishii. This may be due to the non-equilibrium flashing phenomenon occurred at the nozzle exit and the tube inlet ; this also implies that the flow pattern of the two-phase flow depends strongly on the inlet conditions.

• Journal of the Korean Society of Radiology
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• v.82 no.4
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• pp.964-970
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• 2021

Extrahepatic duct duplication is an extremely rare congenital anomaly. Hilar cholangiocarcinoma with extrahepatic bile duct duplication was reported; however, intraductal papillary neoplasm of the bile duct (IPNB) with extrahepatic bile duct duplication has not been reported to the best of our knowledge. We report a rare case of IPNB with extrahepatic bile duct duplication of a 64-year-old female. The patient underwent extended right hepatectomy, and the results of a subsequence histopathological examination were consistent with an IPNB with extrahepatic bile duct duplication. We report this rare case with radiologic imaging findings and a brief review of the current literature.

• Geotechnical Engineering
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• v.9 no.1
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• pp.31-44
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• 1993

Model tests in calibration chamber with open -ended steel pipe pile have been performed in sand deposit to clarify effect of soil plug on bearing capacity, load transfer mechanisms in soil plug, and behavior of soil plug under dynamic and static conditions. Model piles were devised so that bearing capacity of open -ended pile could be measured separately into outside skin friction, inside skin friction due to soil plug -pile interaction and end bearing force on the section of steel pipe pile. It may be concluded, form the test results, that the plugging level of open -ended pile is more correctily defined by specific recovery ratio, y, rather than by plug length ratio, PLR, and the major part of inside skin friction is generated within the range of three times as long as the inner diameter of the pile from the pile tip. The ratio of inside skin friction to total bearing capacity is much larger than that of outside skin friction to total bearing capacity. Therefore, the bearing capacity of pile could not be well predicted, unless the inside skin friction is properly taken into account.

• Transactions of the Korean Society of Mechanical Engineers
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• v.14 no.1
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• pp.179-188
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• 1990

The characteristic of volumetric efficiency considering gas exchange process in a reciprocating engine is presented in this paper. The characteristic method is used for solving gas exchange problems of engine system in theoretical studies. The validity of the simulation is investigated by a comparison with the results obtained by the experiment which have been performed on the practical 4-cycle, 4-cylinder gasoline engine. The relationship between the volumetric efficiency and the intake pressure variation according to configuration of intake pipe, position of branch point, valve timing, compression ratio is clarified through simulation and experiment. The results predicted by the simulation are found to be in approximate agreement with those obtained by the experiment.

• Journal of the Korean Institute of Telematics and Electronics
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• v.14 no.1
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• pp.29-33
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• 1977

Impedance of a post mount structure supporting a microwave diode in the X-band rectangular waveguide is calculated by using the induced EMF method. Probe measurement of the driving point impedance of the post mounu shows a close agreement with the theoretical calulation when the gap of the post mount is near the bottom wall of the waveguide.